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基于ANSYS的超大跨度斜拉桥的索力模拟 被引量:8
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作者 张杨永 周云岗 姜海西 《沈阳建筑大学学报(自然科学版)》 CAS 北大核心 2009年第5期909-913,共5页
目的基于ANSYS平台建立斜拉桥的力学分析模型,实现已知索力的精确模拟,为进一步的分析计算提供依据,也为类似问题的ANSYS二次开发提供思路.方法考虑斜拉索索力之间的相互影响,根据矩阵分析的方法推导循环迭代公式,利用单元初应变或温度... 目的基于ANSYS平台建立斜拉桥的力学分析模型,实现已知索力的精确模拟,为进一步的分析计算提供依据,也为类似问题的ANSYS二次开发提供思路.方法考虑斜拉索索力之间的相互影响,根据矩阵分析的方法推导循环迭代公式,利用单元初应变或温度荷载模拟索力,并以某主跨1 400 m斜拉桥设计方案为算例,验证方法的可行性.结果采用常规循环迭代法,迭代30次后,索力误差仍有5%左右,而采用矩阵分析法,迭代30次后,索力模拟误差控制在1%以内,有效解决了索力模拟的收敛性问题.结论矩阵分析法是常规循环迭代法的推广,基于该方法的索力模拟方法精度较高,适用于超大跨度斜拉桥的力学建模. 展开更多
关键词 初应变 索力模拟 超大跨度 循环迭代法 矩阵分析法
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斜拉桥初始平衡构形的确定方法 被引量:5
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作者 陈素君 张国刚 +1 位作者 唐盛华 方志 《公路交通科技》 CAS CSCD 北大核心 2011年第2期57-63,69,共8页
为准确模拟斜拉桥成桥索力分布,在斜拉桥索力模拟常规迭代法的基础上,从迭代初值的选取和迭代加速的超松弛法两方面实现了迭代计算的加速。提出了成桥线形修正的建模坐标迭代法,与迭代加速法共同应用于斜拉桥的初始平衡构形的建立。该... 为准确模拟斜拉桥成桥索力分布,在斜拉桥索力模拟常规迭代法的基础上,从迭代初值的选取和迭代加速的超松弛法两方面实现了迭代计算的加速。提出了成桥线形修正的建模坐标迭代法,与迭代加速法共同应用于斜拉桥的初始平衡构形的建立。该方法建立的初始平衡构形快速准确的模拟了斜拉桥的索力分布和成桥线形,能够作为后续分析的起始状态。通过对斜拉桥初始平衡构形的动力性能计算,分析了初应力效应、斜拉桥几何非线性及索力误差对其的影响,得出如下结论:斜拉桥动力特性分析,应考虑初应力效应和几何非线性效应的影响,并且,准确模拟斜拉桥成桥索力和线形,将使动力计算结果更为精确。 展开更多
关键词 桥梁工程 初始平衡构形 索力模拟 斜拉桥 迭代加速法 线形修正 动力特性
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Case study on the mechanics of NPR anchor cable compensation for large deformation tunnel in soft rock in the Transverse Mountain area,China
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作者 LI Yong ZHENG Jing +3 位作者 HUO Shu-sen WANG Feng-nian HE Man-chao TAO Zhi-gang 《Journal of Central South University》 SCIE EI CAS CSCD 2024年第6期2054-2069,共16页
A study was conducted to analyze the deformation mechanism of strongly weathered quartz schist in the Daliangshan Tunnel,located in the western Transverse Mountain area.A large deformation problem was experienced duri... A study was conducted to analyze the deformation mechanism of strongly weathered quartz schist in the Daliangshan Tunnel,located in the western Transverse Mountain area.A large deformation problem was experienced during the tunnel construction.To mitigate this problem,a support system was designed incorporating negative Poisson ratio(NPR)anchor cables with negative Poisson ratio effect.Physical model experiments,field experiments,and numerical simulation experiments were conducted to investigate the compensation mechanical behavior of NPR anchor cables.The large deformations of soft rocks in the Daliangshan Tunnel are caused by a high ground stress,a high degree of joint fracture development,and a high degree of surrounding rock fragmentation.A compensation mechanics support system combining long and short NPR anchor cables was suggested to provide sufficient counter-support force(approximately 350 kN)for the surrounding rock inside the tunnel.Comparing the NPR anchor cable support system with the original support system used in the Daliangshan tunnel showed that an NPR anchor cable support system,combining cables of 6.3 m and 10.3 m in length,effectively prevented convergence of surrounding rock deformation,and the integrated settlement convergence value remained below 300 mm.This study provides an effective scientific basis for resolving large deformation problems in deeply buried soft rocks in western transverse mountain areas. 展开更多
关键词 soft rock large deformation NPR anchor cable physical model numerical simulation compensation mechanics
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Hydrogeochemical modelling of corrosive environment contributing to premature failure of anchor bolts in underground coal mines 被引量:2
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作者 PENG Ya Wendy TIMMS 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第5期1599-1610,共12页
Anchor bolts are commonly used throughout underground mining and tunnelling operations to improve roof stability.However,premature failures of anchor bolts are significant safety risks in underground excavations aroun... Anchor bolts are commonly used throughout underground mining and tunnelling operations to improve roof stability.However,premature failures of anchor bolts are significant safety risks in underground excavations around the world due to susceptible bolt materials,a moist and corrosive environment and tensile stress.In this paper,laboratory experiments and hydrogeochemical models were combined to investigate anchor bolt corrosion and failure associated with aqueous environments in underground coal mines.Experimental data and collated mine water chemistry data were used to simulate bolt corrosion reactions with groundwater and rock materials with the PHREEQC code.A series of models quantified reactions involving iron and carbon under aerobic and anaerobic conditions in comparison with ion,pH and pE trends in experimental data.The models showed that corrosion processes are inhibited by some natural environmental factors,because dissolved oxygen would cause more iron from the bolts to oxidize into solution.These interdisciplinary insights into corrosion failure of underground anchor bolts confirm that environmental factors are important contributors to stress corrosion cracking. 展开更多
关键词 anchor bolts hydrogeochemical modelling rock bolts and cable bolts stress corrosion cracking water chemistry analysis
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